Performance of various kinetic models for chlorine decay

被引:81
作者
Powell, JC
West, JR
Hallam, NB
Forster, CF
Simms, J
机构
[1] Binnie Black & Veatch Ltd, Surrey RH1 1LQ, England
[2] Univ Birmingham, Sch Civil Engn, Birmingham B15 2TT, W Midlands, England
[3] Severn Trent Water Ltd, Coventry, W Midlands, England
来源
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE | 2000年 / 126卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-9496(2000)126:1(13)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A number of computer packages have been developed for modeling chlorine decay in water distribution networks. However, there is uncertainty as to the kinetic model that they should use for the decay mechanism. This paper explores the performance of six different kinetic models for the decay of free chlorine in over 200 bulk water samples from a number of different sources. The paper also presents the results of surveying the longitudinal decay profile of free chlorine in two in situ pipe stretches. It concludes that, for network modeling purposes, it is generally reasonable to assume first-order kinetics for bulk and overall decay.
引用
收藏
页码:13 / 20
页数:8
相关论文
共 14 条
[1]  
*AM WAT WORKS RES, 1996, CHAR MOD CHLOR DEC D
[2]  
BRAMMER LF, 1993, J INST WATER ENV MAN, V7, P471
[3]  
CHAMBERS VK, 1995, J WATER SUPPLY RES T, V44, P60
[4]   MODELING CONTAMINANT PROPAGATION IN DRINKING-WATER DISTRIBUTION-SYSTEMS [J].
CLARK, RM ;
GRAYMAN, WM ;
MALES, RM ;
HESS, AF .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1993, 119 (02) :349-364
[5]  
Department of the Environmental/National Water Council Standing Committee of Analysts, 1981, METH EX WAT ASS MAT
[6]  
HAAS CN, 1984, J WATER POLLUT CON F, V56, P170
[7]   THE CHLORINE DEMAND OF A TREATED WATER [J].
JADASHECART, A ;
ELMORER, A ;
STITOU, M ;
BOUILLOT, P ;
LEGUBE, B .
WATER RESEARCH, 1992, 26 (08) :1073-1084
[8]  
POWELL JC, 1999, IN PRESS WATER RES O
[9]  
POWELL JC, 1998, THESIS U BIRMINGHAM
[10]  
Rossman L.A., 1994, EPANET Users Manual